Behavior of Longitudinal Plate-to-Rectangular Hollow Structural Section K-Connections Subjected to Cyclic Loading

Behavior of Longitudinal Plate-to-Rectangular Hollow Structural Section K-Connections Subjected to Cyclic Loading

This study investigated the behavior of longitudinal plate-to-rectangular hollow section (RHS) K-connections to which concrete-filled composite branch members were jointed. At the connections, longitudinal plates with or without chord face stiffener were welded to the RHS chord member and the branch...

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Bibliographic Details
Main Authors: Tae-Hyun Yoon, Tae-Sung Eom, Chul-Goo Kim, Su-Min Kang
Format: Article
Language:English
Published: MDPI AG 2020-05-01
Series:Applied Sciences
Subjects:
hollow structural section
rectangular hollow section
plate connection
K-connection
chord face plastification
cyclic loading
Online Access:https://www.mdpi.com/2076-3417/10/11/3793

Internet

https://www.mdpi.com/2076-3417/10/11/3793

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